| 2012-05-10 11:13:07 | COMMENTS FOR RAS 117 CALCULATIONS SUBMITTED |
| | |
| | 1- THE MAXIMUM DESIGN PRESSURES FOR SELECTED APPROVED |
| | ASSEMBLY IS 45PSF. THIS ASSEMBLY DOESN'T EVEN COMPLY |
| | WITH THE CALCULATED DESIGN PRESSURES OF 55.3PSF FOR THE |
| | ROOF ZONE P1. THEREFORE THE SELECTED ASSEMBLY CAN'T BE |
| | USED. SEE RAS 117 SEC. 8.1 AND REVISE AS REQUIRED. |
| | |
| | 2- PROVIDE THE ACTUAL RAS 117 CALCULATIONS SHOWING THE |
| | REQUIRED NAIL ENHANCING FOR PERIMETER AND CORNER AREAS. |
| | SEC. 107.2.1.3 CITY AMENDMENTS TO FBC. |
| | |
| | 3- ENGINEER DESIGN CRITERIA SPECIFIED EXPOSURE "B". |
| | ACCORDING TO SEC. 1609.4 THIS BUILDING IS LOCATED ON |
| | EXPOSURE "C" NOT "B". REVISE AS REQUIRED. |
| | |
| | 4- ENGINEER DESIGN CRITERIA SPECIFIES ULTIMATE DESIGN |
| | WIND SPEED OF 160MPH. WE ARE IN THE 170 ULTIMATE DESIGN |
| | WIND SPEED. SEE FIGURE 1609A AND REVISE AS REQUIRED. ON |
| | THE OTHER HAND ENGINEER CAN DESIGN ON THE ACTUAL WIND |
| | SPEED BASED ON THE ACTUAL BUILDING LOCATION. PROVIDE |
| | CALCULATIONS SHOWING EXACT LOCATION. |
| | |
| | 5- ENGINEER NEEDS TO INDICATE THE ULTIMATE DESIGN WIND |
| | SPEEDS AND THE ASD DESIGN WIND SPEEDS AS REQUIRED BY |
| | ASCE 7-10. |
| | |
| | 6- CORRECT ADDRESS FOR THIS PROJECT IS 602 FOREST HILL |
| | BLVD NOT 604. REVISE AS REQUIRED. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
